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Run Date: <br />02/03/2010 16:47:45 <br />Page <br />2 <br />City of Eugene <br />Contract <br />Preliminary Progress <br />Payment <br />Payment No : 005 <br />Contractor: Delta Construction Co. <br />Original Contr <br />act: <br />$186,196.00 <br />Job 93-004524 <br />Current Amount: <br />$190,328.50 <br />Contract <br />No: 2010-00002 <br />Contract Award Date: 07/14/2 <br />009 <br />PO 2010100047 <br />Completion Date: 03/01/2 <br />011 <br />Assessable: No <br />Current Contract <br />Estimated Payment <br />Cumulative Totals <br />% <br />Complete <br />Line <br />Description <br />Last Chng Ord <br />Unit Price <br />Unit Measure <br />Quantity <br />Amount <br />Quantity <br />Amount <br />Quantity <br />Amount <br />FOX HOLLOW RD STORMWATER CAPACITY UPGRADE <br />General <br />0000 <br />Liquidated Damages <br />($500.00) <br />DAY <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0010 <br />MOBILIZATION <br />$8,298.00 <br />LUMPSUM <br />1.000 <br />$8,298.00 <br />0.000 <br />$0.00 <br />1.000 <br />$8,298.00 <br />100.00 <br />0020 <br />TEMP. WORK ZONE TRAFFIC CONTRO <br />$1,700.00 <br />LUMPSUM <br />1.000 <br />$1,700.00 <br />0.000 <br />$0.00 <br />1.000 <br />$1,700.00 <br />100.00 <br />0030 <br />EROSION CONTROL <br />$2,500.00 <br />LUMPSUM <br />1.000 <br />$2,500.00 <br />0.000 <br />$0.00 <br />1.000 <br />$2,500.00 <br />100.00 <br />0040 <br />DEWATERING <br />$8,400.00 <br />LUMPSUM <br />1.000 <br />$8,400.00 <br />0.000 <br />$0.00 <br />1.000 <br />$8,400.00 <br />100.00 <br />0050 <br />TREE PROTECTION <br />$600.00 <br />LUMPSUM <br />1.000 <br />$600.00 <br />0.000 <br />$0.00 <br />1.000 <br />$600.00 <br />100.00 <br />0060 <br />CLEARING AND GRUBBING <br />$7,096.00 <br />LUMPSUM <br />1.000 <br />$7,096.00 <br />0.000 <br />$0.00 <br />1.000 <br />$7,096.00 <br />100.00 <br />0070 <br />TREE REMOVAL <br />$800.00 <br />EACH <br />5.000 <br />$4,000.00 <br />0.000 <br />$0.00 <br />4.000 <br />$3,200.00 <br />80.00 <br />0080 <br />GENERAL EXCAVATION <br />$8.00 <br />CUYD <br />3,700.000 <br />$29,600.00 <br />0.000 <br />$0.00 <br />2,426.000 <br />$19,408.00 M <br />66.00 <br />0090 <br />FINISH GRADING <br />$7,000.00 <br />FRCACCT <br />1.000 <br />$7,000.00 <br />0.000 <br />$0.00 <br />0.436 <br />$3,049.20 <br />44.00 <br />0091 <br />311-0" CRUSHED AGGREGATE <br />001 <br />$13.10 <br />TON <br />50.000 <br />$655.00 <br />0.000 <br />$0.00 <br />29.020 <br />$380.16 <br />58.00 <br />0092 <br />1 1/211-0" CRUSHED AGGREGATE <br />001 <br />$12.60 <br />TON <br />70.000 <br />$882.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0093 <br />3/411-0" CRUSHED AGGREGATE <br />001 <br />$12.80 <br />TON <br />30.000 <br />$384.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0100 <br />LOOSE RIP RAP, CLASS 200 <br />$44.00 <br />TON <br />81.000 <br />$3,564.00 <br />0.000 <br />$0.00 <br />60.610 <br />$2,666.84 <br />75.00 <br />0110 <br />LOOSE RIP RAP, CLASS 700 <br />$44.00 <br />TON <br />102.000 <br />$4,488.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0120 <br />60 INCH RCP SD PIPE <br />$170.00 <br />FOOT <br />35.000 <br />$5,950.00 <br />0.000 <br />$0.00 <br />41.000 <br />$6,970.00 <br />117.00 <br />0121 <br />STAINLESS FLAT BAR W/WEDGE ANC <br />003 <br />$262.50 <br />LUMPSUM <br />1.000 <br />$262.50 <br />0.000 <br />$0.00 <br />1.000 <br />$262.50 <br />100.00 <br />0130 <br />24 INCH RCP SD PIPE <br />$64.00 <br />FOOT <br />38.000 <br />$2,432.00 <br />0.000 <br />$0.00 <br />32.000 <br />$2,048.00 <br />84.00 <br />0140 <br />8 INCH C900 SD PIPE <br />$17.00 <br />FOOT <br />30.000 <br />$510.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0150 <br />CONCRETE MANHOLE, D=96" <br />002 <br />$7,500.00 <br />EACH <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.000 <br />$0.00 <br />0.00 <br />0151 <br />CONC. MH D=96' ALTERNATE <br />002 <br />$7,189.00 <br />EACH <br />1.000 <br />$7,189.00 <br />0.000 <br />$0.00 <br />1.000 <br />$7,189.00 <br />100.00 <br />0160 <br />SLOPE END SECTIONS, 60 INCH <br />$750.00 <br />EACH <br />1.000 <br />$750.00 <br />0.000 <br />$0.00 <br />1.000 <br />$750.00 <br />100.00 <br />